HomeMy WebLinkAboutPW16-067 - Change Order - #8 - Rodarte Construction, Inc. - James Street Pump Station - 11/10/2016 i,
Records
T Document '
WA9 H�NGTON
CONTRACT COVER SHEET
This is to be completed by the Contract Manager prior to submission
to City Clerks Office. All portions are to be completed.
If you have questions, please contact City Clerk's Office.
Vendor Name: Rodarte Construction, Inc.
Vendor Number:
JD Edwards Number
Contract Number: PW 16-067- 00'",
This is assigned by City Clerk's Office
Project Name: James Street Pump Station
Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract
❑ Other:
Contract Effective Date: 2/29/16 Termination Date:
Contract Renewal Notice (Days):
Number of days required notice for termination or renewal or amendment
Contract Manager: Garrett Inouye Department: PW Engineering
Contract Amount: $2,329,398.98
Approval Authority: (CIRCLE ONE) Department Director Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Change Order #8
As of: 08/27/14
h
KENT j
wAS NiHo,
CHANGE ORDER NO. #8
NAME OF CONTRACTOR: Rodarte Construction, Inc. (`Contractor")
CONTRACT NAME & PROJECT NUMBER: James Street Pump Station
ORIGINAL CONTRACT DATE: February 29, 2016
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to
add additional work or revise existing work as follows:
In addition to work required under the original Agreement and any
I
prior Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
Installation of a water service, french drain, and roof drain rerouting
which are required to complete the project.
2. The contract amount and time for performance provisions of Section II "Time of
Completion," and Section III, "Compensation," are hereby modified as follows:
Original Contract Sum, $2,329,398.98
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $47,671.28
(incl. applicable WSST)
Current Contract Amount $2,377,070.26
(incl. Previous Change Orders)
Current Change Order $20,000.00
Applicable WSST Tax on this Change $1,900.00
Order
i
Revised Contract Sum $2,398,970.26
CHANGE ORDER - 1 OF 3
i
Original Time for Completion 120 working days
(insert date)
Revised Time for Completion under 2
prior Change Orders
(insert date)
Days Required (f) for this Change 4 calendar days
Order
Revised Time for Completion 126 working days
(insert date)
In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor
agrees to waive any protest it may have regarding this Change Order and acknowledges and
accepts that this Change Order constitutes final settlement of all claims of any kind or nature
arising from or connected with any work either covered or affected by this Change Order,
including, without limitation, claims related to contract time, contract acceleration, onsite or
home office overhead, or lost profits. This Change Order, unless otherwise provided, does not
relieve the Contractor from strict compliance with the guarantee and warranty provisions of the
original contract, particularly those pertaining to substantial completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change
Order shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this
contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this
project to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
CONTRACTOR: CITY OF KENT:
(signature) tf' (si nature)
Print Name: / f Print Name: w(6 v e
ItS Prcq1-L&f— Its �1��t!
( Ie, - ( tie)
DATE: C DATE: / af� 74/4'
CHANGE ORDER - 2 OF 3
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
[In this field,you may enter the electronic filepath where the ron[radt has been saved]
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CHANGE ORDER 3 OF 3
KEN T FILE NO: 200.2
CHANGE ORDER WORKSHEE'T NO. S
_ Construction Management Division - Public Works
Project: James Street Pump Station Project No.: 10-3009
Project Engineer: Garrett Inouye Fed-Aid No.: N/A
Owners Rep: Phil McConnell Contractor: Rodarte Construction
Date: 9/26/2016
I. PROPOSED CHANGE
Installation of a water service, french drain and roof drain rerouting
II. REASON AND BACKGROUND FOR CHANGE
Items required to complete project; not included in the original contract
III. METHOD OF PAYMENT
NEW PAY ITEM(S) [:] Not Applicable
Change Order No. _ FOR ACCOUNTING USE ONLY
Sch. No. Item Description Total Est. Qty this Unit Unit Price Total Estimated Cost of
I City PE Item
i
4 On site revisions / Additional T 0 EA $20,000.00 $20,000.00
Independent Estimate Attached ® I CREATE PAY ITEM ONLY— Payment to be made i PAY THIS PAY ESTIMATE
- REQUIRED I at a later date upon completion of work
Material Submittals Reauired — CC: Construction Coordinator New Sub Reqrd? i No
DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable
Change Order No. i - FOR ACCOUNTING USE ONLY
Sch. No. B.I. No. Item Description _ City Unit Unit Price Cost of Item
El i
Independent Estimate Attached - REQUIRED ❑
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable
Change Order No. _ FOR ACCOUNTING USE ONLY
rSch. No. B.I.No. Item Description City_ Unit Unit Price _ I _ _ _C_ost of Item
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Independent Estimate Attached -REQUIRED I
1 REV. DATE: 4/01/10
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T FILE NO: 200.2
TOTAL ESTIMATED COST OF CHANGE ORDER * $20,000.00
*Total of the Cost of Item Columns
THIS PAY ESTIMATE $20,000.00
IV. WORKING DAYS
Original Contract 120 Due This Change Order 4 Previous Total A. 122
DATE: FTBD LDATE_I TBD
*-! Explanation 13ustification Re uired: Additional work added to the contract
TOTAL WORKING DAYS* 126
*This Change Order + Previous Total
All work, materials and measurements to be in accordance with the Standard Specifications
and Contract Special Provisions for the type of work described.
Prepared..By: � T�ww..�— Date:
Construction Supervisor: - Date:
i
Paul Kuehne
Construction Manager: Date:
Eric Connor
2 REV, DATE: 4/01/10
I
McConnell, Phillip
From: Bieren, Chad
Sent: Friday, September 23, 2016 9:43 AM
To: Connor, Eric
Cc: McConnell, Phillip
Subject: Re:James Street Pump Station -Added work
Eric/Phil:
I spoke with Tim by phone this morning. We're good to go with the changes. As Eric and I discussed, please proceed
with separate change orders for each type of work.
Thank you,
Chad
Sent from my iPhone
On Sep 21, 2016, at 1:25 PM, "Connor, Eric" <EConnorlakentwa.aov> wrote:
Good Morning Chad,
Below is.a summarization of the added work items that we are looking at on the James Street Pump
- Station Project.-All work scopes combined,the total cost of the added work is$93,033. Please be
reminded that we are already moving forward with the revisions to the generator shelter($16,552)and
the addition of the catwalk for the generator($30,090).
on Site Revisions/Additional Scope
Added French Drain on the North Property Line: $8,068
Revised 4" Roof Drain ($10,954 add/$3,695 deduct): $7,259
1" Water Service (for irrigation): 2 g77
New Contractor Pricing $18 804
Added Concrete Flatwork on West and South Sides of Property
Residential Driveway (1 ea): $3,041
Commercial Driveway (1 ea): $3,489
Wheel Chair Ramp (1 ea): $2,081
Pedestrian Curb @ Ramp (18 If): $1,080
Curb & Gutter(90 If @ contract unit price): $4,050
Sidewalk (50 sy @ contract unit price): $3,750
Sawcut Asphalt(250 If @ contract unit price): $1,750
Sawcut Concrete (50 If @ contract unit price): $ 500
Remove Sidewalk (70 sy @ contract unit price): $1,050
Remove Curb& Gutter(45 If @ contract unit price): $ 675
Remove Existing Asphalt(200 sy @ contract unit price): $1,000
CSTC (35 to @ contract unit price): $1,050
CSBC (135 to @ contract unit price): $4,050
HMA (40 to @ contract unit price): 4 800
Total: $32,336
1
i,
New Contractor Pricing: $9,691
Existing Contract Unit Price Increases: $22,675
Added Storm Piping on Woodford (restoration included above)
48" Type 2 Catch Basin (1 ea): $3,000
Solid Locking Frame & Cover (1 ea): $ 550
Inlet Protection (5 ea contract unit price): $ 225
Thru Curb Inlet Casting (2 ea): $ 646
Connect to Existing 12" Storm Pipe (1 ea) $2,182
18" PVC Storm Pipe (941f) $12,575
Clean &Test Storm Pipe $1,646
Catch Basin, Type 1L(1 ea): $1,743
Remove Existing 12" Storm (10 If @ contract unit price): $ 200
Remove Existing 6" Storm (6 If @ contract unit price): $ 200
Gravel Borrow Backfill (135 to @ contract unit price): $4,050
54"Type 2 Catch Basin (1 ea @ contract unit price): $6,500
Connect Existing 24" Storm Pipe to New 54" CB (1 ea): $6,034
Traffic Control Labor(48 hrs @ contract unit price): $2,304
Traffic Control Supervisor(6 hrs @ contract unit price): $ 288
Traffic Control Devices: 250
Total: $42,393
New Contractor Pricing: $22,567
Existing Contract Unit Price Increases: $19,826
Please let me know.ifyou would like to review any of this work with Phil and me__, We are looking to give
-the contractor authorization to proceed with this work as early 8'possible:
Thank you,
Eric
Eric Connor, Construction Engineering Manager
Construction Management I Public Works Department il
220 4th Avenue South, Kent, WA 98032
Phone 253-856-5533 1 Cell 253-797-0693
EConnor@KentWA oov
CITY OF KENT,WASHINGTON
KentWA.go Facebook 7witte€ YouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
2
RODARTE CONSTRUCTION, INC.
P.O. BOX 1875
AUBURN,WA 98071-1875
ph 253-939-0532 fax 253-939-0557
_ Change Order
PROPOSAL
PG 1
Customer
Name Phil McConnell Date 9/15/2016
Company The City of Kent _ Job Name: James Street Pump statio
Address 220 Fourth Ave South State WA _ Zip 98032 Revision 1
Phone 253 856-5542 _ Fax
We hereby submit specifications and estimates for the following items:
I
ITEM Description Quantity Unit UNIT PRICE AMOUNT
1 Woodford Ave Storm Drain Improvements Revision 1 1 LS $51,741.00 $ 51,741.00
$
TOTAL - $ 5174100
NOTES:
Price is for the Storm Drain improvements along Woodford Avenue as shown on the drawings 9/15/2016. Pricing does not include
pipe bedding, trench backfill, 54in CB Type II, Traffic Control labor, etc, or other items already having a Contract Unit Price. These
items are to be tracked and paid for under their respective bid items. Water Service Meter to be supplied by City of Kent.
Rodarte Construction,Inc. Page I
JAMESPUMPCO James Street Pump Shation Additional War 09/15/2016 15:12
John Ells Woodford Storm(Non-Riditem)Rev1
Activity Dese Quantity Unit Penn Constr Equip Sub-
Resource Pcs Unit Cost Labor Material Matl/Exp Ment Contract Total
BID ITEM = 2
Description= Woodford Storm Improvements(Non-Bidilem Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000
2A 8m French Drain Quan: 105.00 LF Hrs/Slift: 8.00 Cal: 508 WC:NONE
PIP04 Stnd Water Main Crew 8.00 CH Prod: 13.1250 UII Lab Pcs: 4.00 Eqp Pes: 4.00
2AGW01 7/8"Washed Rock@l21% 100.00 TN 14.800 1,791 1,791
2DUMPI Dump fee clean fi@121% 70.00 CY 12,500 1,059 1,059
2GE02 Geotextile Fabric@121% 1.00 RL 250.000 303 303
2PIPE Pipe Material@12l% 105.00 LF 8.000 1,016 1,016
8B420 420 Cat Backhoe 100 8.00 HR 50.040 400 400
8E308 Caterpillar 308 Excava 1.00 8,00 IDd 57.580 461 461
SLI Caterpillar 924G Loade 1.00 8.00 HR 57,320 459 459
8PU350 Ford F350 Superduty 1.00 5,00 HR 22.590 I81 191
GL General Laborer 2.00 16,00 NEI 66,050 1,057 1,057
OP Operator 2.00 16.00 MH 83.890 1,342 1,342
$8,067.73 0.3047 M1-11F 32.00 MH [22848] 2,399 4,168 1,500 8,068
2B 41n DI Storm _ Quill: 1.00 LS Hi s/Shftn 8.00 Cal: 508 WC:NONE
Pipe Bedding, Trench Backfill to be paid at Contract unit prices.
MCO2 Mise Crew(11575) - 16.00 CH Prod: 0.0625 UH Lab Pcs: 3.00 Eqp Fes: 3.00
2PIPE Pipe Material@121% 1.00 LS 4,475.000 5;4d5 - 5,415
8B420 420 Cat Backhoe L00 16.00 HR 50.040 801 _ 801
8E308 Caterpillar 308 Excava 1.00 16.00 HR 57,590 921 921
8PU350 Ford F350 Superduty 1,00 16.00 HR 22,590 361 361
GL General Laborer 2.00 32.00 MH 66.050 2,114 2,114
OP Operator 1.00 [6.00 MH 83,890 1,342 1,342
$10,953.95 48,0000 MH/LS 48.00 MH [3455.84] 3,456 5,415 2,083 10,954
2C Credit for 4in and Cares at Structures Quan: -1.00 LS Hrs/SLft: 8.00 Cal: 508 WC:NONE
PIP04 Sind Water Main Crew -4,00 CH Prod: 0.2500 UH Lab Pcs: 4.00 Eqp Fes: 2.00
2PIPE Pipe Material -75.00 LF 15.960 -1,197 -1,197
4CORE Coring SUB@[12% -3.00 EA 300.000 -1,008 -1,008
SB420 420 Cat Backhoc 1,00 -4.00 HR 50T40 -200 -200
8PU350 Ford F350 Superduty 1.00 -4.00 HR 22.590 -90 -90
GL General Laborer 2.00 -8.00 MH 66.050 -528 _528
OF Operator 2.00 -8.00 MII 83.890 -671 -671
$-3,695.04 16.0000 -16.00 [ ] -1,200 -1,197 -291 -1,008 -3,695
2D Thru Curb Inlet Casting Quan: 1.00 EA Hrs/Shft: 8.00 Cal: 508 q'C:NONE
MCO2 Mise Crew(13575) 1.00 CH Prod; 1.0000 UH Lab Pox: 3.00 Eqp PCs: 2.00 �I
2THRUCURB Thor Curb Inlet@121% 1.00 EA 295.000 357 357
8B420 420 Cat Backhoe 1.00 L00 HR 50.040 50 50
8PU350 Ford F350 Superduty 1,00 LOD HR 22.590 23 23
GL General Laborer 2.00 2.00 MH 66.050 132 132
OP Operator 1.00 1.00 MH 83,890 84 84
$645.57 3.0000 MH/EA 3.00 MH [215.99] 216 357 73 646
2E Connect to Existing 12in SD Quan: 1.00 EA Hrs/Sluff: 8.00 Cal: 508 WC:NONE
PRO 1 Stnd.Sewer Crew 2.00 CII Prod: 0.5000 UII Lab Pcs: 5.00 Eqp Fes: 5.00
2PIPE Pipe Material@ 12 1% 1.00 LS 700.000 847 847
813420 420 Cat Backhoc 1.00 2.00 IIR 50.040 100 100
8E320 Caterpillar 320U Exeav 1.00 2.00 HR 106.340 213 213
811111 Trench Box 1.00 2,00 HR 11.200 22 22
8PU350 Ford F350 Superduty 1.00 2.00 HR 22.590 45 45
8TSOLO Solo Dump Truck 1.00 2.00 HR 103.680 207 207
Rodarte Construction,Inc. o I�
Page 2
JAMESPUMPCO James Street Pump Station Additional Wor 09/152016 15:12
John Ells Nroodfard Star'm(Nono-Biditem)RerQ
Activity Desc Quantity Unit Perm Constr Equip Sub-
Resource PCs Unit Cost Labor Material Matl/Bxp Merit Contract Total
BID ITEM = 2
Description= Woodford Storm Improvements(Non-Biditem Unit= LS Takeoff Quan: 1.000 Engr Quan: 1,000
GL General Laborer 2.00 4.00 MH 66.050 264 264
OP Operator 2.00 4.00 MH 83.890 336 336
TD2 Truck Driver-Solo 1.00 2.00 MH 73.970 148 148
$2,182.40 10.0000 MH/EA 10.00 MH [747.7] 748 847 598 2,182
2F ISin PVC Pipe Quan: 93.00 LF Hrs/ShfC 8.00 Cal: 508 WC:NONE
PIPOI Solid.Sewer Crew 12.00 CH Prod: 7.7500 LIII Lab Pcs: 6.00 Eqp PCs: 6.00
2PIPE Pipe Material@121% 93.00 LF 29.390 3,307 3,307
813420 420 Cat Backhoe 1.00 12.00 HR 50.040 600 600
8E228 Komatsu PC228 Excavato 1.00 12.00 HR 120.030 1,440 1,440
SLXP Pipe Laser 1.00 12.00 HR 7.000 84 84
8MBOX Trench Box 1.00 12A0 HR 11.200 134 134
8PU350 Ford F350 Superduty 1.00 12.00 HR 22,590 271 271
8TSOL0 Solo Dump Truck 1,00 12.00 HR 103.680 1,244 1,244
GL General Laborer 2.00 24.00 MH 66.050 1,585 1,585
OP Operator 3.00 36.00 MH 83.990 3,020 3,020
TD2 Truck Driver-So[o Lou 12.00 MH 73.970 888 888
S12,574.62 0.7741 MH/LF 72.00 MH [59.063] 5,493 3,307 3,774 12,575
2G Pressure Test and Cleaning-. rI, Quan: 1.00 LS Hrs/Shf: 8.00 Cal: 508 WC:NONE,
MCO2 Misc Crew(BS75) 4.00 CH Prod: 0.2500 UH Lab PCs: 1002a.t Eqp Pcs: 2.00
4UTIL Utility SUB@I 12% 1.00 IS 675.000 - '- 756 756
8B420 420 Cat Backhoe - 1.00 4.00 HR 50.040 200 200
8PU350 Ford P350 Superduty, 1.00 4.00 HR 22.590 90 90
GL General Laborer 1.00 4.00 MH 66,050 264 264
OF Operator 1.00 4.00 MH 83.890 336 336
$1,646 28 8.0000 MH/LS 8.00 MH [599.76] 600 291 756 1,646
2H CB Type IL Quan: 1,00 EA Hrs/Shft: 8,00 Cal: 508 WC:NONE
PIP01 Stnd.Sewer Crew 1.50 CH Prod: 0.6667 UH Lab PCs: 6.00 Eqp PCs: 6.00
2FNG Franre and Grate@121% 1.00 EA 150.000 182 182
2PIPE Pipe Material@121% 1.00 EA 350.000 424 424
813420 420 Cat Backhoe 1.00 1.50 HR 50.040 75 75
8E320 Caterpillar 32OU Exeav 1.00 1.50 HR 106,340 160 160
8LXP Pipe Laser 1.00 1.50 HR 7000 11 11
8MBOX Trench Box 1.00 1.50 HR IL200 17 17
8PU350 Ford F350 Superduty LOO 1.50 HR 22.590 34 34
8TSOLO Salo Dump Truck LOo 150 HR 103.680 156 156
GL General Laborer 2.00 3.00 MH 66.050 199 198
OP Operator 3.00 4.50 MH 83.890 378
378
TD2 Truck Driver-Solo 1.00 1.50 MH 73,970 111 111
$1,742.89 9.0000 MH/EA 9.00 MH (686,62] 687 605 451 1,743
2J Residential Driveway Quail: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC:NONE
MCO2 Misc Crew(13575) 2.00 CH Prod: 0.5000 U1I Lab Pcs: 3.00 Eqp PCs: 2.00
4CONC Concrete SUB@112% 1.00 LS 2,200.000 2,464 2,464
SB420 420 Cat Backhoe 1.00 2.00 HR 50.040 100 100
8PU350 Ford F350 Superduty 1.00 2.00 HR 22.590 45 45
GL General Laborer 2.00 4.00 MII 66.050 264 264
OF Operator 1.00 2.00 MH 83,890 168 168
$3,041.24 6.0000 MIDLS 6.00 MH [431.98] 432, 145 2,464 3,041
2R Commercial Driveway Quail: 1.00 LS Hrs/ShfC 8.00 Cal: 508 WC:NONE
i
MCO2 Misc Crew(R575) 100 CH Prod: 0S000 UH Lab Pcs: 3.00 Eqp PCs: 2.00
Rodarte Construction,Inc. Page 3
JAMF,SPUMPCO James Street Pump Station Additional Wor 09/15/2016 15:12
John Ells Woodford Storm(Non-Biditem)Revl
Activity Dese Quantity Unit Perm Consu Equip Sub-
Resource PCs Unit Cast Labor Material Mad/F.xp Ment Contract Total
BID ITEM = 2
Description= Woodford Stara Improvements(Non-Biditem Unit= LS Takeoff Qum: 1.000 Engr Quan: 1.000
4CONC Concrete SUD@112% 1.00 LS 2,600.000 2,912 2,912
813420 42.0 Cat Backhoe 1.00 2.00 HR 50.040 100 100
8PU350 Ford F350 Superduty 1.00 2.00 HR 22,590 45 45
GL General Laborer 2.00 4.00 MH 66.050 264 264
OF Operator 1.00 2.00 MH 83.890 168 168
$3,48%24 6.0000 MH/LS 6.00 MH [43 L98] 432 145 2,912 3,489
2L Ramp WDOT F40.12-03 Qn2111 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC:NONE
MCO2 Mice Crew(B575) 1.00 CH Prod: 1.0000 UH Lab Pea: 3.00 Eqp PCs: 2.00
4CONC Concrete SUB@112% 1.00 LS 1,600.000 1,792 1,792
813420 420 Cat Backhae 1.00 1.00 HR 50.040 50 50
8PU350 Ford F350 Superduty 1.00 1.00 HR 22.590 23 23
GL General Laborer 2.00 2.00 MH 66,050 132 132
OP Operator 1.00 1.00 MII 83.890 84 84
$2,080.62 3.0000 MH/LS 3,00 MIl [215.99] 216 73 1,792 2,081
2M New lin Service including Abandon Exist Quan; 1.00 LS Hrs/Shft• 8.00 Cal: 508 WC:NONE
City of Kent to Supply Meter.
MCO2 Mise Crew(B575) _ 6.00 CII Prod: 0.1667 UH Lab Pes: 13.00 Eqp Pes: 3.00
- 2PIPE Pipe Material 1.00 LS 900,000 900 900
811420 420 Cat Dackhoc 1.00 6.00 HR 50.040 300 300
8E308 Caterpillar 308 Excava 1.00 6.00 HR 57.580 345 345
8PU350 Ford F350 Superduty 1.00 6.00 HR 22.590 136 136
GL General Laborer 2.00 12.00 MH 66,050 793 793
OF Operator 1.00 6.00 MH 83.890 503 503
$2,977.20 18,0000 MII/LS 18.00 MH [ 1295.94] t,296 900 781 2,977
20 Reconnect Existing Pipe to New Manhole Quan: 2.00 EA Hrs/Sl ft: 8.00 Cal: 508 WC:NONE
24in DI to be paid at Contract Unit prices (CBff7)
FIFO Stnd.Sewer Crew 4.00 CH Prod: 0.5000 U1I Lab PCs: 6.00 Eqp PCs: 6.00
2ROMAC Romac Fittings 2.00 EA 1,500.000 3,000 3,000
8B420 420 Cat Backhoe 1.00 4.00 HR 50.040 200 200
8E320 Caterpillar 32OU Excav 1.00 4.00 HR 106.340 425 425
8LXP Pipe Laser 1.00 4.00 HR 7.000 28 28
8MBOX Trench Box 1.00 4.00 HR 1L200 45 45
8PU350 Ford F350 Superdul 1.00 4.00 HR 22.590 90 90
ET90LO Solo Dmnp Truck 1.00 4.00 HR 103.680 415 415
GL General Laborer 2.00 8.00 MH 66.050 528 528
OP Operator 3.00 t2.00 MH 83.890 1,007 1007
TD2 Truck Driver-Soto 1.00 4.00 MI1 73.970 296 296
$6,034.36 12.0000 MH/EA 24.00 M11 [915.48] 1,831 3,000 L203 6,034
> Bear Totals: 2 - Woodford Storm Improvements(Non-Biditem
$51,741.06 223,0000 MH/LS 223.00 MH [ 17804.68] 16,605 17,402 10,817 6,916 51,741
51,741,060 1 LS 16,605A6 17,402.41 10,817.49 6,916.00 51,741.06
$51,741.06 *** Report'Potals **" 223.00 MII 16,605 17,402 10,917 6,916 51,741
>>>indicates Nan Additive Activity
-----Report Notes:------
The estimate was prepared with TAKEOFF Quantities.
This report shows TAKEOFF Quantities witb the resources.
Rodarte Construction,Inc. Page 4
lAMESPUMPCO .Issues Street Pump Station Additional War 09A 5/2016 15:12
John Ells Woodford Stm9n(Non-Biditem)Revl
Activity Dese Quantity Unit Perm Constr Equip Sub-
Resource PCs Unit Cost Labor Material Matl/Exp Ment Contract 'total
BID ITEM = 2
Description= Woodford Storm Improvements(Nan-Biditem Unit= LS Takeoff Quart: 1.000 Engr Quan: 1.000
Bid Date: Owner: Engineering Finn: j
Estimator-In-Charge:JR RODARTE
JOB NOTES
Estimate created on: 05/07/2008 by User#: 1 - John Ells
Source estimate used: L:\HEAVYHID\EST\CHNGMAST
************Estimate created on: 08/26/2016 by User#: 1 - John Ells
Source estimate used: L:\HEAVYEID\EST\h'ORCEACCOUNT
*on units ofMII indicate average labor unit cost was used rather than base rate.
[ )in the Unit Cost Column=Labor Unit Cost Without Lahor Burdens
In equipment resources, rent % and EOE % not - 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE%
------Calendar Codes------
507 5Day Week-7Hour Day
508 8 Hour Day-5 Day Week(Default Caleudaa)
510 10 Hour Day/5 Day Week
512 12 Hour Day-5 Day Week
610 10 IIour Day-6 Day Week
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